EP3237707B1 - Installation modulaire et set de montage pour une installation modulaire - Google Patents

Installation modulaire et set de montage pour une installation modulaire Download PDF

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Publication number
EP3237707B1
EP3237707B1 EP15817390.6A EP15817390A EP3237707B1 EP 3237707 B1 EP3237707 B1 EP 3237707B1 EP 15817390 A EP15817390 A EP 15817390A EP 3237707 B1 EP3237707 B1 EP 3237707B1
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EP
European Patent Office
Prior art keywords
modules
support
module
elements
tension
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
EP15817390.6A
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German (de)
English (en)
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EP3237707A1 (fr
Inventor
Mikael Rüdlinger
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Rv Lizenz AG
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Rv Lizenz AG
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority to MA41239A priority Critical patent/MA41239B1/fr
Priority to PL15817390T priority patent/PL3237707T3/pl
Priority to EP19180788.2A priority patent/EP3597840A1/fr
Priority to SI201530900T priority patent/SI3237707T1/sl
Priority to RSP20191177 priority patent/RS59323B1/sr
Application filed by Rv Lizenz AG filed Critical Rv Lizenz AG
Priority to MEP-2019-242A priority patent/ME03606B/fr
Publication of EP3237707A1 publication Critical patent/EP3237707A1/fr
Application granted granted Critical
Publication of EP3237707B1 publication Critical patent/EP3237707B1/fr
Priority to HRP20191623 priority patent/HRP20191623T1/hr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H5/00—Buildings or groups of buildings for industrial or agricultural purposes
    • E04H5/02—Buildings or groups of buildings for industrial purposes, e.g. for power-plants or factories
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34336—Structures movable as a whole, e.g. mobile home structures
    • E04B1/34352—Base structures or supporting means therefor
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
    • E04B1/34815—Elements not integrated in a skeleton
    • E04B1/3483—Elements not integrated in a skeleton the supporting structure consisting of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92—Protection against other undesired influences or dangers
    • E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F15/00—Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion
    • F16F15/02—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems
    • F16F15/04—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using elastic means
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
    • E04B1/34321—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by panels
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4157—Longitudinally-externally threaded elements extending from the concrete or masonry, e.g. anchoring bolt with embedded head
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
    • E04B2001/3583—Extraordinary methods of construction, e.g. lift-slab, jack-block using permanent tensioning means, e.g. cables or rods, to assemble or rigidify structures (not pre- or poststressing concrete), e.g. by tying them around the structure
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/30—Columns; Pillars; Struts
    • E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings

Definitions

  • the invention relates to modular systems, in particular modular industrial systems, supply systems, production facilities, etc.
  • the invention further relates to modules for such systems, as well as mounting kits for the construction of modular systems, according to the preambles of the independent claims.
  • EP 0572814 A1 shows a chemical plant, which has a multi-storey building with different building segments with superimposed spaces. In these rooms, the system components and the associated connections are housed on mobile racks. The system components can be quickly removed on the racks laterally from the rooms and replaced.
  • the basic structure however, is fixed, and can not be easily modified or replaced.
  • Modular systems should advantageously consist of relatively small-volume parts in order to transport them efficiently.
  • the construction and dismantling in turn should be possible without great design effort.
  • US 6151844 describes structures for the construction of single or multi-storey buildings with tensioned by tie rods in the vertical direction wall elements. By the bias of the wall elements they are stabilized against external wind and earthquakes.
  • WO 2005/121464 A1 describes frame structures for earthquake-resistant modular buildings in which the carriers come together in connection nodes so that forces are transmitted from the carriers concentrically to these nodes.
  • WO 95/30814 A1 describes vibration-damped and earthquake-resistant buildings, consisting of a deformable vertical core building, and a surrounding outer structure, which are connected by means of energy-absorbing damping elements.
  • the outer structure consists of a lower part, which is mounted vibration-damped against the ground, and an upper part mounted thereon.
  • US 4766708 describes a modular system for vibration-damped building structures.
  • the system has a frame structure with substantially rectangular receiving areas into which modular units can be inserted.
  • the recording areas each have vibration isolation elements.
  • WO 2014/074508 A1 describes a system for connecting modular units, in which eight stacked cuboid modules meeting at the corners are connected by means of a plate.
  • the connecting plate is bolted to the roof beams of four modules colliding at the corners of a lower layer.
  • Four modules of an upper layer are placed with their floor supports on the connecting plate, with annular pins a correct orientation of the modules is ensured.
  • Through tie rods inside support columns on the vertical edges of the modules each two superimposed connection elements are clamped together. The result is a positive and non-positive connection of all eight abutting modules at their corners.
  • These individual connection points are mechanically isolated from each other, in the sense that they are connected to each other only indirectly via the modules.
  • GB 1244356 discloses another system for building modular buildings from a plurality of cuboidal modules.
  • the modules consist of four vertical support columns in the form of a hollow profile, which are connected at two opposite edges at the edges with cross struts, and at the other two opposite side surfaces on side walls in the form of corrugated sheets.
  • the module is closed by a ceiling slab and at the bottom by a floor slab.
  • At the corners of each of the support columns of the eight abutting modules are positively connected by a connecting element in the horizontal form-fitting manner.
  • tie rods are arranged, with which the aligned support columns of all superimposed modules are clamped together. The result is a positive and non-positive connection of the abutting modules at their corners. Again, the connection points are mechanically isolated from each other.
  • WO 2010/031129 A1 shows another system for modular construction of buildings from a plurality of modules.
  • two vertical support columns are arranged on two opposing side walls in the longitudinal direction on the outer surface. These are arranged slightly offset, so that the support columns of two laterally adjacent modules are flush with each other in the longitudinal direction. By screwing this support columns is a fixation of the corresponding two modules to each other.
  • the connection of adjacent modules in the longitudinal direction is analogous.
  • the support columns of superimposed modules are arranged aligned, with centering ensure proper alignment.
  • the aligned support columns are also screwed together in pairs. This results in connection points at which four mutually adjacent modules are positively connected. One or two such connection points are provided on each edge. These individual connection points are mechanically isolated from each other.
  • WO 2004/094752 A1 discloses yet another system for the modular construction of buildings. Between superimposed support columns of modules connecting elements are arranged, with an outer flange and an upper and a lower truncated cone having different pitch angles. Lined to the truncated cones and the flange, a through hole is arranged. In the assembled state, the flange of a connection module rests on the support column of the underlying module, and the support column of the overlying module rests on the flange of the connecting element. The truncated cones of the connecting element are arranged in corresponding conical depressions of the support columns.
  • a continuous pull rod with which the modules sin perpendicular direction are braced together.
  • a lateral displacement of the modules is provided that after a certain displacement distance, the oblique cone wall of the connecting element rests on the inclined cone wall of the receiving opening of the support column, so that a further lateral displacement also leads to a shift in the vertical, against the spring force of the drawbar which acts as a shock absorber.
  • connecting elements with two adjacent truncated cone elements with which two laterally adjacent modules can be connected to one another at the corners. Again, the individual connection points of the modules of the overall structure are mechanically isolated from each other.
  • None of these systems enables the realization of modular industrial plants that can be flexibly designed, efficiently constructed and efficiently dismantled, whose modules can be easily transported, and at the same time are resistant to extreme mechanical loads such as earthquakes or storms.
  • FIG. 3 shows a construction system for constructing building structures comprising a plurality of prefabricated connectable modular building units, each unit comprising a parallelepipedic frame having a plurality of nodes. Each node is located at a corner of the frame for selective connection to other units via guide pins connecting two adjacent accounts.
  • the nodes and outside dimensions of the frame conform to ISO container standards, so each unit can be transported using the ISO intermodal transport system.
  • the object of the invention is to provide modular systems of the type mentioned above, which do not have the above-mentioned and other disadvantages.
  • An inventive modular system should advantageously allow flexible planning and design of the system.
  • the aforementioned modular systems should be able to be efficiently constructed and dismantled.
  • the modular system should be safe against extreme mechanical loads such as earthquakes or storms, but also general weather conditions.
  • the individual modules of the system are advantageously easy to transport.
  • the basic structure of the individual plant modules should be inexpensive to produce.
  • Another object of the invention is to provide mounting kits for the construction of modular systems, which allows the construction of such systems from individual modules.
  • module refers, inter alia, to industrial plants consisting of individual modules, for example chemical production plants in which typically various components (eg reactors, tanks, filters, pumps, heat exchangers, etc.) are operatively connected to one another are, for example via lines, etc.
  • components eg reactors, tanks, filters, pumps, heat exchangers, etc.
  • Such industrial plants may also comprise other processing plants, for example, devices for crushing, washing, sorting or transporting rocks, for example in mining.
  • Power plants can also be modular. From the WO 2011/061 299 A1 The Applicant is known, for example, a plant for the recovery of carbonaceous materials and for the production of energy. Even such a system can be realized as a modular system.
  • module covers essentially all technical or industrial installations and devices which consist of individual components Modules exist or can exist, in particular chemical production plants, power plants, supply systems, cleaning plants, processing plants, etc., but also other facilities such as storage systems, parking garages, and modular buildings that can be built from individual modules.
  • the conical surface of the connecting elements and the conical surface of the receptacles of the bearing elements are shaped such that a cone or truncated cone of a connecting element can rest flush in the conical receptacle of a bearing element, without a part of the associated module rests on a surface of the connecting element, not belongs to the lateral surface of said cone or truncated cone, in particular not on a vertical to the longitudinal axis of the double cone or double truncated cone surface of the connecting element.
  • a support column Between two paired bearing elements of a module can each be arranged a support column. This absorbs the static forces along the vertical.
  • the traction device advantageously comprises an anchor for the tension element in a module of the lowest layer, and a tensioning device, with which the tension element can be tensioned, and / or the tension can be maintained.
  • the tension member may be implemented as a single or multiple parallel tie rods, or as a single or multiple parallel tension cables.
  • the traction device on a spring element which can compensate for changes in length of the tension element due to external factors, such as temperature changes, to a certain extent.
  • alternating layers with a carrier module and one or more functional modules are arranged one above the other.
  • the modules are arranged such that, in at least one layer of modules, the attachment points of two or more modules of said layer are connected to attachment points of a common module of an overlying and / or underlying layer.
  • the modules are arranged and stacked in such a way that at least part of the modules form a three-dimensional grid. This feature also leads to the mechanical stiffening of the entire system.
  • the modular system which is thus mechanically stabilized overall, can oscillate only to a very small extent, so that vibrations caused by individual parts of the system, such as rotating machinery or other sources of vibration, or external mechanical influences, such as wind action or earthquakes, do not build up can, and the natural frequencies of the structure are as high as possible.
  • the bearing elements of the modules have a central opening, so that a tension element can be carried out or performed through the openings along the straight line defined by two paired bearing elements.
  • the connecting element has a through hole through which a pulling element can be carried out or carried out.
  • the modules are arranged such that the bearing elements of all the modules are aligned along a plurality of straight lines parallel to the vertical line, and along each of these straight lines a tension element is feasible, or a tension element is arranged.
  • a particularly advantageous variant of a previously discussed system according to the invention comprises at least one tensioning device for maintaining the tension on a tension element in the event of temperature changes; with a base structure fixed or mounted on a module of the uppermost layer or the lowest layer of the installation, a bearing movable relative to the basic structure along the longitudinal axis of the tensioning element and a spring element arranged between the basic structure and the movable bearing, a first end of Pulling element rests on the movable bearing of the tensioning device or is connected to this, a second end of the tension element rests on an opposite side of the system on an abutment or is connected thereto. and wherein the ratio D1 / D2 of a first spring constant D1 of the tension element to a second spring constant D2 of the spring element is at least 4/1, preferably at least 6/1, and particularly preferably at least 9/1.
  • the bearing elements of the modules have a central opening, so that a tension element can be passed through the openings along the straight line defined by two paired bearing elements.
  • the connecting elements have a through hole through which a pulling element can be passed.
  • a further advantageous embodiment of such a mounting set according to the invention comprises at least one tensioning device for maintaining the tension on a tension element in the event of temperature changes, with a basic structure which can be fastened or stored on a module, a bearing which is movable relative to the basic structure and a spring element which is located between the basic structure and the movable bearing is arranged, wherein a first end of a tension element on the movable bearing of the tensioning device is storable or connectable thereto, and wherein the ratio D1 / D2 of a first spring constant D1 of the tension element to a second spring constant D2 of the spring element is at least 4/1, preferably at least 6/1, and more preferably at least 9/1.
  • a modular system according to the invention has a plurality of cuboidal investment modules, which are arranged stacked in two or more layers one above the other.
  • the modules have a support structure with attachment points, wherein the attachment points are provided for connection of a module with corresponding attachment points of the adjacent modules of an overlying and / or underlying layer.
  • the modules of one layer are positively connected to the adjacent modules of the above and / or below layer in the horizontal plane (in the horizontal).
  • At least one traction device with a tension element with the along the vertical (solder axis) a lowermost layer of modules or a foundation block against a top layer of modules with a Tensile force can be acted upon, so that the modules between said bottom layer and said top layer with the adjacent modules of the above and / or below lying position along the vertical to the attachment points positively pressed together and so fixed.
  • the traction device advantageously comprises an anchor for the tension element in a module of the lowest layer, and a tensioning device, with which the tension element can be tensioned, and / or the tension can be maintained.
  • the tension member may be implemented as a single or multiple parallel tie rods, or as a single or multiple parallel tension cables.
  • the traction device on a spring element which can compensate for changes in length of the tension element due to external factors, such as temperature changes, to a certain extent.
  • the modules are arranged such that in at least one layer of modules, the attachment points of two or more modules of said layer are connected to attachment points of a common module of an overlying and / or an underlying layer.
  • the modules are arranged and stacked so that at least part of the modules form a three-dimensional grid. This feature also leads to the mechanical stiffening of the entire system.
  • the modular system which is thus mechanically stabilized in total, can oscillate only to a very small extent, so that individual parts of the system, such as rotating machines or other sources of vibrations, or external mechanical components, can be used Influences, such as wind or earthquake, caused oscillations can not rock, and the natural frequencies of the structure are as high as possible.
  • three or more bearing elements which define a first plane are arranged on an upper side of the support structure of the modules. and are arranged on an upper side facing away from the underside of the support structure, three or more bearing elements which define a second plane parallel to the first plane.
  • a bearing element on the upper side and a bearing element on the underside form a pair and are aligned with each other along a straight line parallel to the normal of the planes.
  • the bearing elements serve as attachment points of the modules.
  • the bearing elements of the modules particularly advantageously have a conical recess. Additionally or alternatively, the bearing elements of the modules have a central opening, so that a tension element can be carried out or is carried out through the openings along the straight line defined by two paired bearing elements.
  • a support column Between two paired bearing elements of a module can each be arranged a support column. This absorbs the static forces along the vertical.
  • two mutually facing bearing elements of two adjoining modules of adjacent layers are connected by a connecting element.
  • the bearing elements of the modules have a conical recess
  • the connecting element has the shape of a double cone or a double truncated cone, wherein in each case a cone or truncated cone of the connecting element is arranged flush in the conical receiving one of the two bearing elements.
  • the connecting element advantageously has a through hole through which a pulling element can be carried out or carried out.
  • the modules are particularly advantageously arranged in such a way that the bearing elements of all modules run along a plurality of channels Vertical parallel lines are aligned. Along each of these lines a tension element is feasible or a tension element is arranged.
  • An inventive module for a modular system has a support structure, wherein on an upper side of the support structure, three or more bearing elements are arranged, which define a first plane, and on an upper side facing away from the underside of the support structure, three or more bearing elements are arranged, the one define first level parallel second level.
  • a bearing element on the upper side and a bearing element on the underside form a pair and are aligned with each other along a straight line parallel to the normal of the planes.
  • the bearing elements of such a module according to the invention have a conical recess.
  • the bearing elements have a central opening, so that a tension element can be passed through the openings along the straight line defined by two paired bearing elements.
  • each support column is arranged between two paired bearing elements.
  • An outer shell may be attached to the support structure of such a module.
  • the outer shell is designed as a standard freight container (ISO container).
  • a mounting set according to the invention for constructing a modular system according to the invention comprises several modules according to the invention and one or more tension elements.
  • Such a mounting set particularly advantageously has a plurality of connecting elements with which the fastening points of the modules can be connected.
  • a modular system according to the invention in particular a modular industrial system, comprises a plurality of cuboid functional modules, which are arranged stacked in two or more layers, and a plurality of connection modules.
  • a connection module is arranged between the opposing side surfaces of two directly adjacent functional modules, and at the corresponding side surfaces of these functional modules respectively at three or more in a plane arranged connection points positively and / or positively connected to the support structure of the respective functional modules.
  • connection modules of a group of connection modules which are arranged in a common plane (x-y), (y-z), or (x-z), are designed as a common connection module.
  • At least one pair of functional modules is connected by more than one connection module at their side surfaces.
  • FIG. 1 A possible embodiment of a modular system 1 according to the invention is shown in FIG FIG. 1 shown schematically.
  • the different connection points are in the Figures 2 and 3 shown schematically.
  • the modular system 1 consists of six functional modules 20 and eight intermediate modules 40, which are arranged stacked and stacked on a common foundation base 6.
  • the functional modules 20 and intermediate modules 40 shown only schematically in the figures have the outer shape of a cube, and consist of a supporting structure and the system elements present in the individual modules.
  • the structure of the modules will be discussed below.
  • the modules For the explanation of the functional principle of the modular system according to the invention, it is sufficient to regard the modules as rigid, tension-resistant and pressure-resistant, torsionally stable cubic elements.
  • the entangled stacking of the modules has the effect that individual forces acting on individual modules, for example due to wind, earthquakes or mechanical vibrations due to machinery and equipment running in the plant, can not propagate directly through the plant structure, but are deflected in other directions of the structure , This results in a stiffening of the overall structure and concomitantly and an increase of the natural vibration frequencies.
  • the modules 20, 40 each have eight bearing elements 24, 24 ', 44, 44' on the upper side and the lower side, in which connecting elements 64 are arranged (in FIG. 1 indicated only schematically), which center the modules to each other and fix positively in the horizontal plane. Due to their arrangement, superimposed connection elements are arranged aligned along the vertical (solder axis). Run in the vertical direction through all modules 20, 40 and connecting elements 64th Through tension elements 62, with which the modules are clamped in the vertical direction against each other.
  • the connecting elements 64 have the shape of a mirror-symmetrical double truncated cone with two conical lateral surfaces 66, 66 'and a through-hole 68 for the passage of the tension element 62 realized in the embodiment shown as a pull rod.
  • the double conical shape has the advantage that the connecting element is automatically centered in the likewise conical bearing element.
  • the conical connecting elements are pressed into the likewise conical bearing receptacles in the final tensioning of the tension elements, so that already by a considerable mechanical stability. This presupposes correspondingly that, as in the example shown, the connecting elements and the bearing elements are adapted to one another such that only the conical lateral surface of the cone of the connecting element and the conically concave lateral surface of the receptacle of the bearing element rest on one another.
  • the connecting elements are advantageously made of forged steel.
  • the tension members 62 extend between tie rod anchors 70 in the lowermost layer intermediate modules 40, 40a perpendicularly through all modules 20, 40 and fasteners 64 to fixtures 80 above the uppermost layer modules 40, 40c.
  • the tension elements can be designed as tie rods, as in the example shown, in particular as one-piece tie rods, or as composed of two or more parts tie rods.
  • Such tie rods can be made of steel, for example, or other suitable materials, such as carbon fibers.
  • tie rods and pull ropes can be used, but pull cables offer no added value because of the static application, and tie rods are advantageous due to the ease of manufacture and assembly. It is also possible to use several parallel drawn tie rods or wire ropes as a tension element.
  • the functional modules 20 and the intermediate modules 40 have on the bottom 21, 41 bearing elements 24, 44 with conical lateral surfaces 25, 25 ', 45, 45' and central openings 26, 46, in which the connecting elements 64 are arranged.
  • Identical bearing elements 24 ', 44' are arranged on the upper side 22, 42.
  • These bearing elements are advantageously made of a suitable metallic material, and connected to the support structure (not shown) of the module 20 stable.
  • the connection between two modules 20, 40 is in FIG. 2 shown (detail A in FIG. 1 ).
  • the connecting element 64 is arranged in a bearing element 24 'on the upper side 22 of a functional module 20, and rests with the lower conical lateral surface 66 on the conical lateral surface 25' of the bearing element 24 '.
  • a bearing element 44 with the conical lateral surface 45 rests on the upper conical lateral surface 66 'of the connecting element 64.
  • the drawbar 62 extends, coming from the anchor device through the central opening 26 of the bearing member 24, through the through hole 68, and through the central opening 46 of the bearing member 44, towards the clamping device at the upper end of the system.
  • the intermediate modules 40, 40a of the lowermost layer are directly or indirectly on a concrete foundation 6, and are fastened in a form-fitting manner with suitable foundation anchors 72 in the foundation base 6.
  • spacer elements may need to be used to ensure a permanently correct horizontal orientation of the modules on the foundation base.
  • tie rod anchors 70 in the FIG. 1 indicated only schematically
  • This can for example be a nut which is screwed onto a terminal external thread of the pull rod.
  • the person skilled in the art also knows various other ways of reversibly anchoring a pull rod in a structure.
  • the foundation block 8 can be treated as the lowest module.
  • tensioning devices 80 are arranged, which serve to keep the tension of the tension elements within a certain tolerance range over a wide temperature range. This is particularly important because the inventive modular systems are exposed to the weather, and can be subject to correspondingly high temperature fluctuations. With a linear expansion coefficient of steel at room temperature of about 10 -5 K -1 , this results in a temperature change of 50 ° C, as they can occur in desert areas within a daily routine, for example, with an unloaded drawbar made of steel with a length of 20 meters a change in length of 10 mm. A pull rod acts as a very stiff tension spring with a substantially constant spring constant in a small expansion range.
  • the tensioning device in FIG. 3 solves this problem by an additional spring element 90, realized in the illustrated embodiment as precompressed compression coil spring, a positive or negative change in length of the tie rod 62 compensates.
  • a positive or negative change in length of the tie rod 62 compensates.
  • the spring constant D2 of the spring element 90 is chosen so that it is considerably lower that the spring constant D1 of the tie rod, ie, the compression spring is softer.
  • the same compressed or expanded compression spring resembles a large part of the effect of the change in length out.
  • a clamping device 80 is mounted with a conical bearing element 82 on a connecting element 64, which in turn rests on a bearing element 44 'of an intermediate module 40, 40c, analogous to the connection between the modules 20, 40 as described above.
  • a first support plate 92 is arranged with a central opening and a sleeve 93, on which the compression spring 90 rests.
  • the compression spring thus lies with one end on a base structure 81 of the tensioning device 80 statically mounted on the topmost layer 11 of the modules.
  • Said bearing plate 92 is suitably connected to the bearing element 82, for example by means of screws (not shown).
  • a second support plate 94 On the top of the compression spring is a second support plate 94, with a central opening and a sleeve 95.
  • the nested sleeves 93, 95 are used in the expansion / compression of the compression spring as a guide.
  • the support plate 94 forms a movable bearing for the upper end of the drawbar.
  • the drawbar 62 has an external thread at its upper end 63.
  • On this a nut 84 is screwed, which the pulling force of the drawbar 62 on the second bearing plate 94 and thus on the compression spring 90 transmits.
  • a removable housing 86 protects the clamping device from the weather.
  • the support disk 92 can be dispensed with.
  • the spring element of a tensioning device can also be realized with a tension spring, which is arranged above the pull rod. Also possible is the use of multiple compression springs, or stacked disc springs.
  • FIG. 4 shows a further possible embodiment of a clamping device 80, in which the spring element 90 is designed as a preloaded spiral tension spring.
  • the basic structure 81 in the form of a hollow cylinder is fastened with a flange 87 on a module of the uppermost layer 11. The attachment can be done for example by welding, screws or other suitable types of fastening.
  • a movable bearing 94 is connected to one end of the tension spring 90. Another end of the tension spring is connected to a plate at the upper end of the basic structure 81.
  • the support plate 94 forms a movable bearing for the tie rod 62.
  • the upper end 63 of the tie rod 62 extends through an opening of the movable bearing, and is supported by means of a on an external thread (not shown) of the tie rod arranged on the bearing 94 from.
  • Analogous to the above-mentioned first example of a tensioning device corresponds in the assembled state, the force of the tensioned tension spring 90 of the opposite tensile force acting as a tension spring pull rod 62.
  • the ratios of the spring constants is the same as in the previously discussed use of a compression spring.
  • the change in length is substantially compensated by a corresponding negative or positive change in length of the softer tension spring, so that the change in the effective tensile stress is substantially reduced.
  • the tie rods When mounting a modular system, the tie rods must be tensioned with suitable means to the desired tensile force. Then the tensioning device stops 80 maintain this tension.
  • the compression spring 90 is already in compressed state with tensioned tie rod.
  • drawbar 62 and compression spring 90 must have been tensioned previously. This can be done separately, for example, by using a suitable external device, the compression spring 90 is compressed to a certain pressure force value, and then the nut 84 is screwed flush with the second support plate 94 at the still unloaded drawbar 62. After removing the external force on the compression spring, this expands, while at the same time tensioning the pull rod until the equilibrium is reached at which the forces of the compression spring and the pull rod are identical.
  • drawbar and compression spring can also be tensioned simultaneously.
  • a hydraulic device can be attached, which acts downward on the compression spring. The hydraulic device simultaneously biases the compression spring and the pull rod until the desired tension is reached. Subsequently, the nut 84 is screwed flush with the second support disk, so that the tensile stress is maintained when removing the hydraulic device.
  • a spring element and hydraulic means may be provided to compensate for a change in length of the tie rod, or pneumatic springs, the latter being less advantageous at changing temperatures. Also possible are combinations of hydraulic pistons and spring systems.
  • the tensioning device may additionally have damping elements in order to avoid the buildup of vibrations in the static system.
  • the spring element is arranged between the drawbar anchor and the module of the lowermost layer, which is functionally identical to the clamping device discussed above. However, the drawbar is still stretched from the upper side.
  • the spring elements can be accommodated in a space-saving manner in the modules 40a of the lowermost layer.
  • the system modules 20, 40 of a modular system 1 according to the invention must already be available for use as a static element of the system structure in addition to the above mentioned characteristics and compatible external masses can only perceive the static functions. Otherwise, the modules 20, 40 may be arbitrarily adapted to the intended purposes.
  • the static functions include on the one hand recording the load along the tension elements, and on the other hand sufficient rigidity and mechanical stability.
  • FIG. 5 the static components of a functional module 20 and an intermediate module 40 are shown as shown in FIG. 1 (b) are shown.
  • the other modules 20, 40 are omitted for the sake of clarity.
  • the functional module 20 and the intermediate module 40 each comprise a support structure 78 in the form of a grid frame. Eight support columns 74, which are arranged between the bearing elements 24, 24 ', are stably connected thereto. Each support column has over its entire length a cavity (not shown), through which the tie rod 62 is guided.
  • the support columns of the modules and the bearing elements and connecting elements arranged between the modules lying on top of one another absorb the weight of the system and guide it into the foundation.
  • the support structure 78 of a module supports the various devices and equipment elements, etc., associated with a particular module, while stiffening the module. Due to the alternately longitudinal and transversal modules of the different layers, the modular system is finally stiffened as a whole.
  • support columns modules of a modular system can also absorb the weight of the modules above and the tensile force of the tie rods on the support structure itself, which requires correspondingly more stable sized support structures.
  • the outer shell 79 of the functional module 20, and the intermediate module 40 has no direct static function, and serves mainly as weather protection.
  • the outer shell can be omitted accordingly without affecting the stability.
  • the outside dimensions of the modules are chosen to be compatible with standard freight containers (ISO containers), efficient transport by truck, rail and cargo ship to allow the corresponding support devices, etc. may be attached to this outer shell, for example, the usual corner corners ("corner castings").
  • the outer shell may in such a case correspond to the structure of a conventional freight container, for example a 20ft, 40ft or 45ft container, the outer shell in such a case only performing a static function during transport.
  • the dimensioning of the plant modules is by no means limited to such container formats.
  • the modules can also have smaller or larger dimensions.
  • a schematically shown larger installation element 76 is arranged in the functional module 20 within the support structure 78.
  • This may be for example a machine, a tank, a power generator, a heat exchanger or a chemical reactor. It can also be provided walk-control devices, lounges, etc. However, these are just examples for illustration. Should an additional functional module be required for static reasons, without being arranged in this system elements, then such a functional element may consist only of a bare support structure. In such a case, however, it is more advantageous to design the corresponding module as a transport module in which material can be transported during transport of the modular system, for example connecting elements or tie rod segments.
  • lines 77, cable ducts and the like can be used. arranged to operatively interconnect various modules. in the FIG. 5
  • a line 70 arranged in the longitudinal direction of the intermediate module 40 is shown, which is connected via a further line 77 'to the system element 76 of the overlying functional module 20.
  • a connection of the line parts within the modules 20, 40 can be created only after the assembly of the entire modular system or at least the corresponding modules. Since a large part of the cables, cables, etc. is located inside the modules, however, these connection work is limited to the installation of short connectors or the connection of cables.
  • system parts are necessary which are very high in comparison to the base area, for example distillation columns, flue gas purification systems, silos, etc.
  • Such system components can not be installed in the modules shown so far. However, it is possible to install such system components in modules, which can be transported horizontally, and are installed in the modular system finally standing upright.
  • FIG. 6 Such an embodiment of a modular system according to the invention is shown in FIG FIG. 6 shown.
  • the first three layers of modules 40a, 20, 40 are identical to FIG. 1 , However, four high modules 20a are arranged on the second layer of intermediate modules 40, which in turn each have four bearing elements 24, 24 'on a lower side and an upper side (only in FIG FIG. 6 (a) Shown schematically in the left module 20a), for receiving the connecting elements 64. Between the bearing elements 24, 24 'support columns 74 are arranged.
  • two layers can be arranged on the top side so that they are folded.
  • cross struts 51, 51 ' can be mounted between adjacent high modules 20a.
  • the modules 20a can be placed on a defined lower side, so that the bearing elements 24, 24 'lie on the end faces of the module. In this way, it is possible to provide a high module with the outer shell of a standard freight container, wherein in the assembled state, the longitudinal ends of the container form the top and bottom of the high module.
  • FIG. 6 is further shown an alternative attachment of the system 1 on the foundation 6.
  • the foundation anchors instead of attaching the foundation anchors to the support structure of the lower modules 40a, as in FIG. 1 shown, these are arranged in the extension of the tension elements 62 and tie rods 70, so that mechanical forces are transmitted, for example, during an earthquake directly from the ground 4 on the foundation 6 on the tension members 62.
  • the intermediate modules 40 are configured such that four intermediate modules in each case fit into a conventional standard transport container.
  • the functional containers have the format of conventional 20-foot or 40-foot containers.
  • a model of such a modular system 1 according to the invention is shown in FIGS FIGS. 7 (a) and (b) shown in two different views.
  • the system shown consists of three separate blocks I, II, III.
  • the block I consists in a lowermost layer of four intermediate modules 40a, which are fixedly connected to the foundation block (not shown). At this lowermost position, two functional modules 20 are arranged at right angles thereto in the outer shell of a 40-foot freight container.
  • These functional modules have correspondingly sixteen bearing elements on the top and on the bottom, as well as lying in between sixteen support columns.
  • intermediate modules 40, 40b alternately follow three layers of functional modules 20 in the outer shape of a 20-foot tank container, and intermediate modules 40 on a front side of the block I.
  • the clamping devices are in the example shown in the intermediate modules 40, 40c the top layer integrated.
  • On a rear side of the block I four high modules 20a are arranged.
  • the jigs are integrated into the top of the high modules 20.
  • the four modules are connected by a central cross member 51 "which rigidly connects all four high modules 20a.
  • FIG. 8 Another possible embodiment of a modular system 1 according to the invention is shown in FIG FIG. 8 shown.
  • the plant 1 has twelve functional modules 20 (shown schematically as rounded cubes), which are arranged distributed on three vertical superposed (ie in the z-direction) plant levels substantially parallel (x / y plane) to the surface of the substrate 4.
  • the four function modules 20 of the lower plant level have a substantially identical height.
  • an intermediate carrier module 40b Arranged on them is an intermediate carrier module 40b, on the upper side of which, in turn, four functional modules 20 are arranged in a central system level.
  • On the function modules 20 of the middle system level is another subcarrier module 40b, on which four functional modules 20 are arranged on an upper plant level.
  • a cover carrier module 40c is provided on the top of the four functional modules 20 of
  • a central tension element 62 extends perpendicularly in the z-direction from an anchor (not shown) fastened in the ground 4 through corresponding openings of the modules 40a, 40b, 40c over all plant levels up to the cover carrier module 40c.
  • Towing element 62 is located substantially at the center of the respective plant levels, i. it has approximately the same distance to the four functional modules 2 of a system level, so that a symmetrical force distribution results.
  • pulling element 62 as in the preceding embodiment variants, a single tie rod or several parallel tie rods made of steel or carbon fibers, or one or more parallel wire cables can serve. Likewise, a pulling element consist of several similar or different serially hung single elements.
  • an attachment of the tension element 62 on the base support module 40a is possible.
  • the anchoring of the entire system can be done by a suitable anchoring of the base support module 40a in the substrate 4.
  • the tension element 62 In the region of its upper end, the tension element 62 is in mechanical operative connection with a tensioning device 80, which acts on the tension element 62 with a tensile force. Due to this tensile force, the various intermediate modules 40, 40a, 40b and the functional modules 20 are braced against each other in the vertical direction, so that the modules 20, 40a, 40b, 40c hold together stably even without screwing or the like.
  • the clamping device 80 is mounted on the cover carrier module 40c in the embodiment shown. however, it may also be arranged inside or below the cover carrier module 40c.
  • Cover carrier module 40c, intermediate carrier module 40b and also base carrier module 40a can be produced, for example, from steel profile structures. However, other types of construction are also possible for producing lightweight plate-like (flat) support structures having sufficient mechanical strength and rigidity, for example honeycomb structures or corrugated sheets. Since the force distribution from the central drawbar to the functional module stacks takes place via the base support module 40a and the cover support module 40c, they must be more stable than the intermediate support modules 40b, which essentially ensure the rigidity of the overall structure of the installation 1.
  • a modular system 1 can also comprise external plant modules 8.
  • FIG. 9 shows a further inventive modular system 1 with arranged in three levels function modules 20, similar to the example FIG. 8 , wherein the connecting lines are omitted for clarity.
  • the modules 20, 40a, 40b, 40c are clamped in the example shown with five tension members 62.
  • the use of multiple distributed tension members 62, in comparison to a single tension member 62, allows, in particular, the use of a deck beam module 40c with lower board stiffness, allowing lighter and less expensive constructions to be used for the deck beam module.
  • the use of a plurality of tension elements 62 allows a better adaptation of the system to the mechanical properties of the functional modules 20.
  • FIG. 10 shows a further variant of an inventive modular system 1, with 27 arranged in three levels function modules 20, which are braced with eight tension members 62.
  • the base support module 40a consists essentially of a trough 12, advantageously made of reinforced concrete, which is partially embedded in the substrate 4.
  • the pan 12 serves in particular as a safety precaution by counteracting an uncontrolled leakage of liquids into the environment in case of disturbances within the system. Such drip pans are therefore often prescribed for chemical production plants as a safety measure.
  • FIG. 11 shows a further advantageous embodiment of a modular system 1 according to the invention, which in the basic structure that of FIG. 10 equivalent.
  • the system 1 has guy wires 47, which mechanically connect guy points 48 on the intermediate carrier modules 40b to outer anchors 49.
  • shear forces of the system in the x / y direction can be reduced in this way.
  • restraints between guying points on the deck carrier module and outer anchors are also possible.
  • FIG. 12 1 shows another exemplary embodiment of a modular system 1 according to the invention with functional modules 20, 20 ', 20 "arranged in two installation levels, in order to also be able to install system elements 76 whose height is strongly dependent on the functional modules 20 deviates from the same plant level, they are arranged in a functional module 20 ', which consists essentially of a support structure 78. For better visualization of the support structure, a part of the overlying cover carrier module 40c is omitted. Likewise, a functional module 20 "consisting only of the support structure 78 can also be used as a placeholder to occupy positions on which there are no operative function modules 20. This may be expedient, for example, if certain points within the installation are available for possible later extensions Plant should be kept free.
  • FIG. 13 shows two other possible horizontal form-fitting bearings of functional modules 20 on supports 50 of an intermediate support module 40b (or base support module 40a or ceiling support module 40c), as in particular in the embodiments of the FIGS. 8 to 12 can be applied.
  • the horizontal form-fitting mounting prevents displacements of the individual functional modules 20 relative to the carriers 50 and the intermediate module 40a / 40b / 40c in the horizontal direction.
  • the horizontal positive-locking storage essentially in the vertical direction (z-direction) aligned bolt 64, which are held in a form-fitting manner in conical bolt receivers 24, 24 'of the functional modules 20. It is also possible for a bolt to be designed to pass through a carrier and at the same time to be used for horizontally positive-locking mounting of two functional modules arranged one above the other.
  • FIG. 13 (b) shows a further variant of a horizontally positive storage.
  • the functional modules 20 are supported by frame elements 64 against displacements in the horizontal direction.
  • the frame members 64 are in fixed mechanical connection with the carriers 50.
  • FIG. 14 Another embodiment of a modular system 1 according to the invention is shown in FIG. 14 schematically illustrated, comprising a plurality of cuboidal modules 20 and connecting modules 40, 40 ', 40 ".
  • FIG. 14 schematically illustrated, comprising a plurality of cuboidal modules 20 and connecting modules 40, 40 ', 40 ".
  • the position of the non-visible connection module 40 'arranged behind the module 20 at the top left is indicated by dashed lines.
  • the position of the invisible connection module 40 " is indicated by dashed lines.
  • connection modules 40 On a foundation base 6 nine flat, cuboid connection modules 40 are arranged along a grid, and connected to the foundation base 6 by suitable means, as have already been described for other embodiments.
  • a functional module 20 On each of these connection modules of the lowest layer, a functional module 20 is arranged, and positively connected to the underlying connection module 40 and / or non-positively.
  • Adjacent modules 20 are positively and / or non-positively connected to the side surfaces via flat, essentially cuboid connection modules 40 ", and analogously to the front surfaces via flat, cuboid connection modules 40 ' , 40 ', 40 "can be done for example by screwing, or other suitable reversible attachment methods, such as snaps, bayonet locks, etc.
  • the system can be degraded only inefficiently again.
  • the positive and / or non-positive connection can also be effected by suitable tensioning of the modules with tension elements, as discussed above in more detail.
  • support columns of the inner support structure of the functional modules preferably extend between vertically superimposed attachment points.
  • connection modules 40, 40 ', 40 are each connected to corresponding attachment points on the side walls of the functional modules, advantageously providing at least 4 to 8 connection points per side surface 78 of the modules, such as those in FIG. 5 has already been explained.
  • the individual functional modules 20 and connection modules 40, 40 ', 40 are successively positioned and fastened to one another, thus constructing the system from the bottom to the top
  • Function modules can also be connected to individual connection modules prior to assembly and in this form be placed as a combined module on the system, so as to reduce the number of assembly steps in the actual structure.
  • the interconnect modules may include portions of the infrastructure, such as tubing sections, cable trays, electrical wiring, and smaller equipment. However, it is also possible to design these modules particularly flat in the connection direction, if they are to have essentially exclusively a connection function. In such a case, connection modules for connecting function modules with the size of ISO containers, for example, have a height of only 10 cm.
  • a modular design allows a significantly increased torsional stability.
  • the totality of the modules is stiffened.
  • a force acting in horizontal action for example due to wind action or by rotating machines, can only bring about a slight lateral deflection of the overall structure.
  • Applicants believe that this effect is achieved by having a force acting in the horizontal direction on a functional module through the inherently very stiff connection modules arranged in three different orientations between the functional modules, at right angles be deflected to the force effect on both sides and up and down.
  • isolated junctions have little torsional stiffness, allowing forces to propagate much more along their original direction through the forest.
  • a lateral force on a single module thus leads to a significantly higher lateral displacement of the modules of the affected position relative to the overall structure. The same applies of course to forces in vertical action.
  • Such a stiffened structure of a modular system has over the prior art, in which the individual modules are connected to isolated connection points at the colliding corners or edges, in particular the advantage that because of the small displacement movements between the modules for lines, which between two Modules run, no special measures must be taken.
  • high-pressure steam lines can be arranged between two adjacent modules without the need for a complicated expander for the compensation of dynamic geometry changes of the line.
  • FIG. 15 schematically shows a further embodiment of such a modular system in which between the first and second layer and the second and third position function modules 20 each two parallel in the (xy) plane, directly adjacent connection modules 40 are designed as a common connection module 140. Similarly, two pairs of parallel adjacent (yz) plane connecting modules 40 "configured as a common connection module 140". Dashed lines also show a non-visible common connection module 140 'in the (xz) plane.
  • FIG. 16 schematically shows a further embodiment of such a modular system in which two connection modules 40, 40 "are used for the connection of the long side surfaces of the functional modules 20, while a single connection module is provided for connecting the front sides All connection modules in the design and internal structure can be made identical.

Claims (13)

  1. Installation modulaire (1), en particulier une installation industrielle modulaire, comprenant une pluralité de modules d'installation parallélépipédique (20, 20a, 40, 40a, 40b, 40c) qui sont disposés en au moins deux couches empilées l'une sur l'autre ;
    les modules ayant une structure porteuse (78) pourvue de points de fixation (24, 24', 44, 44') ;
    les points de fixation étant prévus pour relier un module aux points de fixation correspondants des modules adjacents d'une couche sus-jacente et/ou sous-jacente ;
    les modules (20, 40) d'une couche étant reliés (24, 24', 64, 44, 44') aux modules adjacents (40, 20) de la couche sus-jacente et/ou sous-jacente par complémentarité de formes dans le plan horizontale (x-y) ;
    au moins un dispositif à force de traction (62, 70, 80) comportant un élément de traction (62) étant prévu qui permet de soumettre, le long de la perpendiculaire (z), une couche la plus basse de modules (40a) ou un bloc d'assise (6) par rapport à une couche la plus haute de modules (40c) à une force de traction de manière à presser en force les uns contre les autres, et donc à fixer, les modules situés entre ladite couche la plus basse et ladite couche la plus haute avec les modules adjacents (40, 20) de la couche sus-jacente et/ou sus-jacente le long de la perpendiculaire (z) aux points de fixation ;
    au moins trois éléments d'appui (24', 44'), qui définissent un premier plan, étant disposés sur un côté supérieur (22, 42) de la structure porteuse (78) des modules (20, 20a, 40) et au moins trois éléments d'appui (24, 44), qui définissent un deuxième plan parallèle au premier plan, étant disposés sur un côté inférieur (21, 41) de la structure porteuse opposé au côté supérieur, les éléments d'appui servant de points de fixation des modules ;
    un élément d'appui du côté supérieur et un élément d'appui du côté inférieur formant à chaque fois une paire et étant disposés de manière alignée l'un à l'autre le long d'une ligne droite parallèle à la normale des plans ; et
    deux éléments d'appui (24, 24', 44, 44'), dirigés l'un vers l'autre, de deux modules adjacents (20, 20a, 40) de couches voisines étant reliés par un élément de liaison (64) ;
    caractérisé en ce que
    lesdits éléments d'appui (24, 24', 44, 44') comporte un évidement conique (25, 25', 45, 45') ; et
    l'élément de liaison (64) a la forme d'un double cône ou d'un double cône tronqué, et chaque cône ou cône tronqué de l'élément de liaison est disposé dans le logement conique de l'un des deux éléments d'appui et vient en appui sur celui-ci directement à fleur.
  2. Installation modulaire selon la revendication 1, les surfaces latérales coniques (66, 66') des éléments de liaison (64) et les surfaces latérales coniques (25, 25') des logements des éléments d'appui (24, 24') étant formées de manière à ce qu'un cône ou un cône tronqué d'un élément de liaison puisse venir en appui à fleur dans le logement conique d'un élément d'appui sans qu'une partie du module associé vienne en appui sur une surface de l'élément de liaison qui ne fait pas partie de la surface latérale dudit cône ou dudit cône tronqué, en particulier d'une surface de l'élément de liaison qui est perpendiculaire à l'axe longitudinal du double cône ou du double cône tronqué.
  3. Installation modulaire selon l'une des revendications précédentes, des couches comportant un module de support (40, 40a, 40b, 40c, 6) et des couches comportant au moins un module fonctionnel (20, 20', 20", 20a) étant disposés les unes sur les autres en alternance.
  4. Installation modulaire selon l'une des revendications précédentes, les modules (20, 20a, 40) étant disposés de manière à ce que, pour au moins une couche de modules, les points de fixation d'au moins deux modules de ladite couche soient reliés aux points de fixation d'un module commun d'une couche sus-jacente et/ou sous-jacente.
  5. Installation modulaire selon l'une des revendications précédentes, les modules (20, 20a, 40) étant disposés de manière entrelacée et empilés de manière à ce qu'au moins une partie des modules forme un réseau tridimensionnel.
  6. Installation modulaire selon l'une des revendications précédentes, les éléments d'appui (24, 24', 44, 44') des modules (20, 20a, 40) comportant une ouverture centrale (26, 46) de sorte qu'un élément de traction (62) soit guidé ou puisse être guidé à travers les ouvertures le long des lignes droites définies chacune par deux éléments d'appui appariés.
  7. Installation modulaire selon l'une des revendications précédentes, l'élément de liaison (64) comportant un trou traversant (68) à travers lequel un élément de traction (62) est guidé ou peut être guidé.
  8. Installation modulaire selon l'une des revendications précédentes, les modules (20, 20a, 40) étant disposés de telle sorte que les éléments d'appui (24, 24', 44, 44') de tous les modules soient alignés suivant une pluralité de lignes droites parallèles à la perpendiculaire (z) et un élément de traction (62) puisse être guidé ou un élément de traction soit disposé, le long de chacune de ces lignes droites.
  9. Installation modulaire selon l'une des revendications précédentes, comprenant au moins un dispositif de serrage (80) destiné à maintenir la contrainte de traction sur un élément de traction (62) en cas de variations de température,
    avec une structure de base (81, 82, 87, 92) pouvant être fixée ou montée sur un module de la couche la plus haute (11) ou de la couche la plus basse (12) de l'installation, un support (94) pouvant être déplacé par rapport à la structure de base le long de l'axe longitudinal de l'élément de traction, et un élément à ressort (90) disposé entre la structure de base et le support mobile,
    une première extrémité (63) de l'élément de traction venant en appui (84) sur le support mobile du dispositif de serrage ou étant reliée à celui-ci, une deuxième extrémité de l'élément de traction venant appui sur un contre-support (70), ou étant relié à celui-ci, sur un côté opposé de l'installation et
    le rapport D1/D2 d'une première constante de ressort D1 de l'élément de traction à une deuxième constante de ressort D2 de l'élément à ressort étant d'au moins 4/1, de préférence d'au moins 6/1 et de manière particulièrement préférée d'au moins 9/1.
  10. Ensemble de montage destiné à la construction d'une installation modulaire selon l'une des revendications précédentes, comprenant
    une pluralité de modules (20, 20a, 40) comportant une structure porteuse (78), au moins trois éléments d'appui (24', 44'), qui définissent un premier plan étant disposés sur un côté supérieur (22, 42) de la structure porteuse ; au moins trois éléments d'appui (24, 44), qui définissent un deuxième plan parallèle au premier plan, étant disposés sur un côté inférieur (21, 41) de la structure porteuse qui est opposé au côté supérieur ; un élément d'appui du côté supérieur et un élément d'appui du côté inférieur formant chacun une paire et étant disposés de manière alignée les uns avec les autres le long d'une ligne droite parallèle à la normale des plans ; et lesdits éléments d'appui comportant un évidement conique (25, 25'45, 45') ;
    une pluralité d'éléments de liaison (64) ayant la forme d'un double cône ou d'un double cône tronqué ; et
    au moins un élément de traction (62) ;
    les surfaces de cône latérales (66, 66') des éléments de liaison (64) et les surfaces de cône latérales (25, 25') des logements des éléments d'appui (24, 24') étant formées de manière à ce qu'un cône ou un cône tronqué d'un élément de liaison puisse venir en appui à fleur dans le logement conique d'un élément d'appui sans qu'une partie du module associé repose vienne en appui sur une surface de l'élément de liaison qui ne fait pas partie de la surface latérale dudit cône ou dudit cône tronqué, en particulier d'une surface de l'élément de liaison qui est perpendiculaire à l'axe longitudinal du double cône ou du double cône tronqué.
  11. Ensemble de montage selon la revendication 10, les éléments d'appui (24, 24', 44, 44') des modules comportant une ouverture centrale (26, 46) de sorte qu'un élément de traction (62) soit guidé ou puisse être guidé à travers les ouvertures le long des lignes droites définies chacune par deux éléments d'appui appariés.
  12. Ensemble de montage selon la revendication 10 ou 11, les éléments de liaison (64) comportant un trou traversant (68) à travers lequel un élément de traction (62) peut être guidé.
  13. Ensemble de montage selon l'une des revendications 10 à 12, comprenant au moins un dispositif de serrage (80) destiné à maintenir la contrainte de traction sur un élément de traction (62) en cas de variations de température, avec une structure de base (81, 82, 87, 92) pouvant être fixée ou montée sur un module, un support (94) pouvant être déplacé par rapport à la structure de base et un élément à ressort (90) disposé entre la structure de base et le support mobile, une première extrémité (63) de l'élément de traction pouvant venir en appui (84) sur le support mobile du dispositif de serrage ou pouvant être reliée à celui-ci, et le rapport D1/D2 d'une première constante de ressort D1 de l'élément de traction à une deuxième constante de ressort D2 de l'élément à ressort étant d'au moins 4/1, de préférence d'au moins 6/1 et de manière particulièrement préférée d'au moins 9/1.
EP15817390.6A 2014-12-24 2015-12-23 Installation modulaire et set de montage pour une installation modulaire Active EP3237707B1 (fr)

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PL15817390T PL3237707T3 (pl) 2014-12-24 2015-12-23 Układ modułowy i zestaw montażowy do budowy układu modułowego
EP19180788.2A EP3597840A1 (fr) 2014-12-24 2015-12-23 Installation modulaire et set de montage pour une installation modulaire
SI201530900T SI3237707T1 (sl) 2014-12-24 2015-12-23 Modularni obrat in montažni komplet za izgradnjo modularnega obrata
RSP20191177 RS59323B1 (sr) 2014-12-24 2015-12-23 Modularni građevinski objekat i montažni pribor za podizanje modularnog građevinskog objekta
MA41239A MA41239B1 (fr) 2014-12-24 2015-12-23 Installation modulaire et set de montage pour une installation modulaire
MEP-2019-242A ME03606B (fr) 2014-12-24 2015-12-23 Système de montage pour installations industrielles modulaires
HRP20191623 HRP20191623T1 (hr) 2014-12-24 2019-09-09 Modularna instalacija i montažni komplet za modularnu instalaciju

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
EP14200301.1A EP3037608A1 (fr) 2014-12-24 2014-12-24 Système de montage pour installations industrielles modulaires
PCT/EP2015/081223 WO2016102703A1 (fr) 2014-12-24 2015-12-23 Système de montage pour installations industrielles modulaires

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EP19180788.2A Division EP3597840A1 (fr) 2014-12-24 2015-12-23 Installation modulaire et set de montage pour une installation modulaire

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EP3237707A1 EP3237707A1 (fr) 2017-11-01
EP3237707B1 true EP3237707B1 (fr) 2019-06-19

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EP14200301.1A Withdrawn EP3037608A1 (fr) 2014-12-24 2014-12-24 Système de montage pour installations industrielles modulaires
EP19180788.2A Withdrawn EP3597840A1 (fr) 2014-12-24 2015-12-23 Installation modulaire et set de montage pour une installation modulaire
EP15817390.6A Active EP3237707B1 (fr) 2014-12-24 2015-12-23 Installation modulaire et set de montage pour une installation modulaire

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EP14200301.1A Withdrawn EP3037608A1 (fr) 2014-12-24 2014-12-24 Système de montage pour installations industrielles modulaires
EP19180788.2A Withdrawn EP3597840A1 (fr) 2014-12-24 2015-12-23 Installation modulaire et set de montage pour une installation modulaire

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US (2) US10954684B2 (fr)
EP (3) EP3037608A1 (fr)
JP (2) JP6657226B2 (fr)
KR (1) KR20170100610A (fr)
CN (1) CN107110281B (fr)
AU (1) AU2015370942B2 (fr)
BR (1) BR112017013302B1 (fr)
CA (1) CA2972137A1 (fr)
CO (1) CO2017005916A2 (fr)
CR (1) CR20170257A (fr)
CY (1) CY1122047T1 (fr)
DK (1) DK3237707T3 (fr)
EA (1) EA201791468A1 (fr)
ES (1) ES2746098T3 (fr)
GT (1) GT201700140A (fr)
HR (1) HRP20191623T1 (fr)
HU (1) HUE046279T2 (fr)
IL (2) IL290749B2 (fr)
LT (1) LT3237707T (fr)
MA (2) MA41239B1 (fr)
ME (1) ME03606B (fr)
MX (1) MX2017007834A (fr)
MY (1) MY189022A (fr)
NI (1) NI201700079A (fr)
NZ (2) NZ768982A (fr)
PH (1) PH12017550029A1 (fr)
PL (1) PL3237707T3 (fr)
PT (1) PT3237707T (fr)
RS (1) RS59323B1 (fr)
SA (1) SA517381810B1 (fr)
SG (1) SG11201705133UA (fr)
SI (1) SI3237707T1 (fr)
UA (1) UA121126C2 (fr)
WO (1) WO2016102703A1 (fr)

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KR102310267B1 (ko) * 2021-03-31 2021-10-08 우광티엔씨(주) 유닛블록 시스템
CN113863738A (zh) * 2021-09-22 2021-12-31 成都飞机工业（集团）有限责任公司 一种模块化飞机装配工作平台
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CN107110281A (zh) 2017-08-29
IL253057A0 (en) 2017-08-31
KR20170100610A (ko) 2017-09-04
SA517381810B1 (ar) 2021-09-08
NZ768982A (en) 2022-01-28
EP3597840A1 (fr) 2020-01-22
UA121126C2 (uk) 2020-04-10
US20210238877A1 (en) 2021-08-05
NI201700079A (es) 2017-09-22
JP6657226B2 (ja) 2020-03-04
IL290749B (en) 2022-11-01
US10954684B2 (en) 2021-03-23
ME03606B (fr) 2020-07-20
CO2017005916A2 (es) 2017-08-31
MY189022A (en) 2022-01-19
JP6993062B2 (ja) 2022-01-13
HRP20191623T1 (hr) 2019-12-13
EA201791468A1 (ru) 2017-11-30
CR20170257A (es) 2017-08-10
US20170350150A1 (en) 2017-12-07
AU2015370942A1 (en) 2017-08-03
RS59323B1 (sr) 2019-10-31
HUE046279T2 (hu) 2020-02-28
DK3237707T3 (da) 2019-09-23
PH12017550029A1 (en) 2017-10-18
PT3237707T (pt) 2019-10-02
CY1122047T1 (el) 2020-10-14
NZ733836A (en) 2022-01-28
GT201700140A (es) 2018-12-06
JP2018510981A (ja) 2018-04-19
PL3237707T3 (pl) 2019-12-31
SI3237707T1 (sl) 2019-11-29
CN107110281B (zh) 2019-10-22
BR112017013302A2 (pt) 2018-02-20
LT3237707T (lt) 2019-09-25
IL253057B (en) 2022-03-01
MA41239A (fr) 2017-11-01
EP3037608A1 (fr) 2016-06-29
MA41239B1 (fr) 2019-12-31
EP3237707A1 (fr) 2017-11-01
AU2015370942B2 (en) 2021-02-18
WO2016102703A1 (fr) 2016-06-30
JP2020097891A (ja) 2020-06-25
BR112017013302B1 (pt) 2022-03-15
IL290749A (en) 2022-04-01
IL290749B2 (en) 2023-03-01
CA2972137A1 (fr) 2016-06-30
ES2746098T3 (es) 2020-03-04
SG11201705133UA (en) 2017-07-28
MA50420A (fr) 2020-08-26
MX2017007834A (es) 2017-09-18

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